Amend 0003 W912P522B009 TPlans_JPP Seven Points Sewer_ RTA 2022-06-28.pdf

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STEWARTS FERRY PIKE

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BATH

HOUSE

ASPHALT

PARKING

ASPHALT

PARKING

KENNEL

PAVILION

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PICNIC

TABLE

AREAS

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24"C M P

IE-509.79

IE-509.27

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CONC.

CONTROL

POINT #2

CONTROL

POINT #3

WOODS

WOODS

8"

6"

GRAVELBLDG.

STOR.

TANK

IE-525.70

D

IP

515.92

CP3 PK TDOT

515.97

HVCHECK 103

515.98

CP3 PK

532.14

CP2 PK TDOT

532.19

CP2 PK

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FORCE MAIN

3" HDPE

2793 LF

PROPOSED

OR TRENCH

DIRECTIONAL BORE

OR TRENCH

DIRECTIONAL BORE

MUST BE MIN 24" FROM EXISTING GROUND

PROPOSED SANITARY FORCE MAIN

APPROXIMATE LOCATION OF

EXISTING SURFACE

FLOW

MATCHLINE SEE SHEET C.102

EXISTING WATERLINE

UNDER WATER LINE

SEWER MAIN CROSSING

SEE DETAIL ON C502 FOR

EXISTING WATER LINE

SCALE IN FEET

040 40 80

SEPARATION

FORCE MAIN

SEE NOTE 20 REGARDING

READY TO ADVERTISE

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LATERAL

SEWER

SANITARY

SCH. 40

NEW 4" PVC,

SEWER LATERAL

SANITARY

SCH. 40

NEW 4" PVC,

ATTENDENT RV

CONNECTION FROM

REPLACE EXISTING

SEE REFERENCE Q5-69^316

CAPPED WITH FLOWABLE FILL

TO BE ABANDONED AND

FIELD VERIFY

EXISTING SEPTIC TANK

APPROXIMATE LOCATION OF

ABANDON BUILDING.

LINES AROUND THE

FOR EXISTING WATER

SEE REFENCE Q5-69^317

FLOW METER

PROPOSED

Q5-SPS

TOPS WILL BE WELDED

FLOWABLE FILL

AND CAPPED WITH

TO BE ABANDONED

MANHOLE

SANITARY SEWER

EXISTING

TOPS WILL BE WELDED

FLOWABLE FILL

AND CAPPED WITH

TO BE ABANDONED

MANHOLE

SANITARY SEWER

EXISTING

FLOWABLE FILL

CAPPED WITH

OUTFALL

SANITARY SEWER

EXISTING

OUT LOCATION

Q5-69^301 FOR CLEAN

SEE REFERENCE SHEET

CLEAN OUT

FLOWABLE FILL AT

AND CAPPED WITH

TO BE ABANDONED

SEWER LATERAL

EXISTING SANITARY

TOPS WILL BE WELDED

FLOWABLE FILL

AND CAPPED WITH

TO BE ABANDONED

MANHOLE

SANITARY SEWER

LOCATION OF EXISTING

APPROXIMATE

THE CONTRACTOR SHALL USE MECHANICAL ROCK EXCAVATION EQUIPMENT .

IF THE CONTRACTOR ENCOUNTORS COMPETENT ROCK WHEN EXCAVATING FOR THE WET WELL

23. THE CONTRACTOR MAY ENCOUNTOR COMPETENT ROCK BELOW 5 FEET.

STATION CLEAN OUT FOR CORS APPROVAL.

22. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE CONNECTION TO THE COMFORT

CIVIL AND MECHANICAL DETAILS.

21. REFER TO REFERENCE SHEETS Q5-69^301, Q5-69^315, Q5-69^316, AND Q5-69^317 FOR

TANK

20. THE FORCE MAIN SHALL MAINTAIN A 10' HORIZONTAL BUFFER FROM THE ABANDON STORAGE

SUBMITTED TO THE COR.

SUCCESSFULLY EMPTIED, CLEANED, FILLED, AND PLUGGED. THE PHOTOS SHALL BE TO BEEN

OF THE SEPTIC SYSTEM AND HAVE THE OUTFALL CAPPED. THE CONTRACTOR SHALL TAKE PHOTOS

EMPTY, CLEAN ,AND FILL THE SEPTIC TANK WITH FLOW ABLE FILL 19. THE CONTRACTOR MUST

18. SEE SHEET E100, E601 ,E602 AND REFERENCE SHEET Q5-69^301 FOR ELECTRICAL DETAILS

17. THE CONTRACTOR SHALL REFER TO SPECIFICATION 01 11 00 REGARDING SCHEDULING

16. EXISTING SANITARY SEWER LATERAL WILL BE ABANDONED AND CAPPED WITH FLOW ABLE FILL.

IMMEDIATELY AFTER BACK FILLING.

PATCHES MAY ONLY BE APPLIED TO CONCRETE SECTIONS. ALL STREET CUTS MUST BE REPAIRED

15. BITUMINOUS PATCHES MAY ONLY BE APPLIED TO ASPHALT SECTIONS AND CEMENTITIOUS

SUBMIT PROPOSED WORK PLAN.

14. IF BORING AND JACKING IS PREFERRED OVER REPLACING THE ASPHALT, CONTRACTOR MUST

UTILITIES ON THE PROJECT.

MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL

THE PLANS ARE APPROXIMATELY ONLY, AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH

13. LOCATIONS OF THE EXISTING ABOVEGROUND AND UNDERGROUND UTILITIES INDICATED ON

SPECIFICATION 31 00 00

12. CONTRACTOR SHALL PLACE WIRE TRACING AND WARNING TAPE IN ACCORDANCE TO

STANDARDS.

OTHERWISE DIRECTED BY THE COR. TRAFFIC CONTROLS SHOULD BE IN ACCORDANCE TO MUTCD

11. CONTRACTORS SHALL MAINTAIN ONE LANE OF TRAFFIC WHEN TRENCHING THE ROADS UNLESS

PRESSURIZED PIPE. REFER TO SHEET C-501 FOR THRUST BLOCK DETAILS.

10. CONTRACTOR SHALL PROVIDE THRUST BLOCKS AT ANY CHANGE IN DIRECTION IN THE

30 00 SECTION 3.2.2.1.

9. INSTALL SEWER LINES THAT CROSS EXISTING WATERLINES IN ACCORDANCE TO SPECIFICATION 33

PRODUCT DATA FOR APPROVAL.

8. PROVIDE LIFT- OUT RAIL SYSTEM FOR EACH PUMP FOR FAST AND EASY REMOVAL. SUBMIT

ON SHOP DRAWINGS FOR APPROVAL.

7. EXACT LEVELS FOR FLOAT SWITCHES SHALL BE DETERMINED BY THE CONTRACTOR AND SHOWN

OF WET TANKS.

6. PROVIDE SHOP DRAWINGS THAT SHOW EXACT ELEVATIONS FOR INLET AND OUT CONNECTIONS

GOVERNMENT APPROVAL.

SHOP DRAWINGS WITH ACTUAL DIMENSIONS AND LAYOUT OF THE TANKS AND COMPONENTS FOR

5. THIS DRAWING IS A TYPICAL LAYOUT FOR LIFT STATION LOCATION. CONTRACTOR SHALL SUBMIT

LABEL.

4. ALL ACCESS LIDS, VALVE BOX COVERS, CLEAN OUT COVERS, ETC. SHALL HAVE "SANITARY SEWER"

OTHER REQUIRED ACCESSORIES FOR ITS OPERATION AND INSTALLATION.

3. LIFT STATION WILL INCLUDE SUBMERSIBLE PUMPS, MOTOR, CONTROL, FLOAT SWITCHES, AND

OF TOTAL DYNAMIC HEAD AS A MINIMUM.

2. SELECTED PUMPS SHALL BE RATED 230V/60HZ/1PH. PUMP CAPACITY TO BE 65GPM @ 110 FEET

MANUFACTURER.

1. GRINDER PUMPs SHALL BE FEASIBLE FOR OPERATIONS AS RECOMMENDED BY THE PUMP

NOTES:

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SEE DETAIL SHEET C501 FOR MORE DETAILS

GRINDER PUMP

TOP OF WET WELL TANK: 513.00

C-101

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13121110987654321

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TYPICAL LIFT STATION - WET WELL TANK LAYOUT

CLEAN OUT(TYP. )

SEE NOTES 3 AND 4

& COVER WITH GASKET(TYP. )

FROM RISERS

SLOPE SURFACE AWAY

SPECIFICATION FOR COMPACTION REQUIREMENTS.

TANKS. SEE EXCAVATION AND BACKFILL

PLACEMENT FOUNDATION TYPICAL FOR ALL PLACED SEPTIC

COMPACT EXISTING SOIL(95% COMPACTION ) PRIOR TO

FOUNDATION

NEW COMPACTED 12" MINERAL AGGREGATE BASE

SEE NOTE 1

GRINDER PUMPS(TYP. )

PUMP OFF

LEAD PUMP ON

LAG PUMP ON

SEE NOTE 8

FLOAT SWITCHES (TYP.)

CONDUIT

ELECTRICAL

GATE VALVE(TYP. )

LIFT OUT CHAINS

CHECK VALVE(TYP. )

GUIDE RAIL

HIGH WATER ALARM

DETAIL ON VALVE BOXES

FOR NASHVILLE METRO STANDARD

SEE REFERENCE SHEET

VALVE BOX(TYP. )

SEWER

SANITARYINFLUENT PIPE

NOT TO SCALE

PLAN VIEW OF WET WELL TANK

f t

Q5-SPS

CL

INLET

CLEANOUT

GATE VALVE

CONDUIT

CABLE &

ELECTRICAL

WITH MIN. RATING PRESSURE OF 150 PSI.

SCH. 80 OR HDPE, DR 11

3" DIA. WYE (TYP.)

(TYP.)

VALVE

GATE

PUMP (TYP. OF 2)

VALVE (TYP.)

CHECK

ATTENDANCE RV

FROM EXISTING BATHROOM AND

PIPE INLET

WET WELL TANK

5000 GAL.

DETAIL C503

CONNECTION

SEE STANDARD

INFLUENT PIPE

FOR PIPE CONTINUATION.

SEE SHEET C-500

3" DIA. HDPE (DR-11) PIPE TO FLOWMETER

BEACON

HIGH LEVEL ALARM

PANEL W/

DUPLEX CONTROL

VALVE BOX

PRE-CAST CONCRETE

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C-501

SHEET E301 FOR ELECTRICAL CONNECTIONS

10. SEE SHEET E100 ,E601 , E602 AND REFERENCE

/ PIPE REMOVAL.

PIPE, SCH. 40 WITH UNION CONNECTION TO EASE PUMP

9. DISCHARGE ASSEMBLY SHALL HAVE STAINLESS STEEL

FOR APPROVAL.

FAST AND EASY PUMP REMOVAL. SUBMIT PRODUCT DATA

8. PROVIDE GUIDE RAIL SYSTEM FOR EACH PUMP FOR

APPROVAL.

PROVIDE SHOP DRAWINGS TO THE CORS FOR THEIR

FOR AT MINIMUM OF 50 MINS. THE CONTRACTOR SHALL

FLOATS SHALL BE SET TO RUN FOR 10 MINS AND OFF

ON, LAG PUMP ON, AND HIGH WATER ALARM. THE PUMP

7. LEVELS FOR FLOAT SWITCH : PUMP OFF, LEAD PUMP

WET WELL TANK.

ELEVATIONS FOR INLET AND OUTLET CONNECTIONS OF

6. PROVIDE SHOP DRAWINGS THAT SHOW EXACT

TANK AND COMPONENTS FOR GOVERNMENT APPROVAL.

DRAWINGS WITH ACTUAL DIMENSIONS AND LAYOUT OF THE

STATION LOCATION. CONTRACTOR SHALL SUBMIT SHOP

5. THIS DRAWING IS A TYPICAL LAYOUT FOR LIFT

COVERS, ETC. SHALL HAVE "SANITARY SEWER" LABEL.

4. ALL ACCESS LIDS, VALVE BOX COVERS, CLEAN OUT

BE 30" (MIN. )FOR PUMP INSTALLATION AND REMOVAL.

3. RISER AND TANK ACCESS FOR WET WELL TANK SHALL

OPERATION AND INSTALLATION.

VALVES, AND OTHER REQUIRED ACCESSORIES FOR ITS

GRINDERS PUMPS, MOTORS, CONTROLS, FLOAT SWITCHES,

2. LIFT STATION WILL INCLUDE WET WELL TANK,

5 HP GRINDER PUMP

2 PLACED INSIDE THE WET WELL TANK.

PUMPS: 65 GPM, 110 FT TDH , 230V/60Hz/1ph

OPERATIONS.

1. GRINDER PUMPS SHALL BE ALTERNATED IN

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